Grade Q390C
China ISC L03903
Corresponding Standard GB /T 1591-2008
High Strength Low Alloy Structural Steels
Classification Alloy Steel
Properties Strength Low-Temperature Toughness Weldability
Q390C Chemical Element Composition Content (%)
Component C Si Mn P S Cr Ni Cu Mo N Ti V Nb Al b
Minimum Value - - - - - - - - - - - - - 0.015
Maximum Value 0.2 0.5 1.7 0.03 0.03 0.3 0.5 0.3 0.1 0.015 0.2 0.2 0.07 -
Q390C Mechanical Properties
thickness(diameter,length of side)
t
mm
Tensile Strength
σb
Mpa
Yield Point
σs
Mpa
Elongation or Extension Rate
δ
%
t≤16 490~650 ≥390 ≥20
16<t≤40 490~650 ≥370 ≥20
40<t≤63 490~650 ≥350 ≥19
63<t≤80 490~650 ≥330 ≥19
80<t≤100 490~650 ≥330 ≥19
100<t≤150 470~620 ≥310 ≥18
1 Approximate Comparison Table Carbon Structural Steel and Engineering Steel
China International Organization for Standardization Germany France European Standard Russia Sweden United Kingdom
GB ISO DIN EN/DIN W-Nr. NF EN/NF EN Numerical Grade GOST SS BS EN/BS
Q390C Fe690
FeE690
St70-2 1.0070 A70
A70-2
E360
Fe690-2①
1.0070 S375 1655-00
1655-01
E360
2 Approximate Comparison Table High-Quality Carbon Structural Steel
China United States International Organization for Standardization Germany France European Standard Russia Sweden United Kingdom
GB ASTM ISO DIN EN/DIN W-Nr. NF EN/NF EN Numerical Grade GOST SS BS EN/BS
Q390C Gr.65 Fe590 E355
St52
St52-3
1.0060 E335
ES355
TS-47a
TU526
E355 1.0580 St6sp 1650 CEW5
CFS5
E335
ERW5NKM
ERW5NZF
Q390C Corresponding Standards(Same grade name, different standards)

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